ELECTRICAL LEAK LOCATION SURVEY
GENERAL GUIDE
AUGUST 2014
Leak Location Survey
General Guide
TABLE OF CONTENTS
1.0
HANDBOOK INSTRUCTIONS ............................................................................. 1
2.0
EXPOSED GEOMEMBRANE SURVEYS ............................................................. 1
2.1
Water Puddle Method (ASTM D7002)................................................................ 1
2.2
Water Lance Method (ASTM D7703) ................................................................. 1
2.3
Conductive-Backed Geomembrane Spark Testing Method (ASTM D7240) ...... 2
2.4
Arc Testing Method (ASTM D7953) ................................................................... 2
3.0
COVERED GEOMEMBRANE SURVEYS............................................................. 2
3.1
Dipole Method – Soil Covered Geomembrane (ASTM D7007).......................... 2
2.5
Dipole Method – Water Covered Geomembrane (ASTM D7007) ...................... 6
ATTACHMENTS
Attachment 1:
DESIGNING FOR LINER INTEGRITY SURVEYS
Attachment 2:
ELECTRICAL LEAK LOCATION SURVEY OPERATOR
CERTIFICATION
© 2013 TRI Environmental, Inc. All Rights Reserved
-i-
Leak Location Survey
General Guide
1.0
HANDBOOK INSTRUCTIONS
This handbook is intended for use by design engineers, regulatory agencies, construction quality
assurance agencies, and any individuals seeking a basic knowledge of electrical leak location surveys. It
is not a comprehensive guide for the performance of leak location surveys. It describes the most
commonly used mobile liner integrity / leak location methods.
For more specific information related to your project, contact Abigail Beck, TRI Environmental Director of
Liner Integrity Services, at abeck@tri-env.com, 512-623-0511. TRI Environmental is a world-wide
educational and service platform for liner integrity and leak location surveys. TRI performs electrical leak
location surveys, provides leak location survey equipment, refers leak location companies world-wide,
and provides technician training and certification.
2.0
References:
EXPOSED GEOMEMBRANE SURVEYS
ASTM D6747: Standard Guide for Selection of Techniques for Electrical Detection of
Leaks in Geomembranes
ASTM D7002: Standard Practice for Leak Location on Exposed Geomembranes Using
the Water Puddle System
ASTM D7703: Standard Practice for Electrical Leak Location on Exposed
Geomembranes Using the Water Lance System
ASTM D7240: Leak Location using Geomembranes with an Insulating Layer in Intimate
Contact with a Conductive Layer via Electrical Capacitance Technique (Conductive
Geomembrane Spark Test)
ASTM D7953: Standard Practice for Electrical Leak Location on Exposed
Geomembranes Using the Arc Testing Method
2.1
Water Puddle Method (ASTM D7002)
The water puddle method is generally the preferred method for bare, non-conductive geomembrane due
to its speed, but it requires a water source and becomes less sensitive on extreme side slopes and on
sites with poor boundary conditions. When slopes are steeper than 2H:1V, the water lance method or arc
testing method should be used. The minimum sensitivity is a 1 mm diameter leak.
A low voltage direct current source is introduced to the water sprayed above the geomembrane and
grounded to the subgrade underneath the geomembrane. An ammeter in series with the circuit converts
the increase in voltage to an audible signal when the equipment passes over a leak.
The water sprayed onto the survey area to perform the test must be contained in the survey area (above
the geomembrane to be tested). Conductive features such as concrete sumps and batten strips must be
isolated and cannot be tested, since they will ground out the survey (give a false positive signal). Holes
will not likely be detected on wrinkles unless conductive-backed geomembrane is used, or if the operator
makes a successful attempt to push down the wrinkles and create intimate contact between the
geomembrane and the subgrade.
2.2
Water Lance Method (ASTM D7703)
The water lance method is generally used when slopes are steeper than 2H:1V, but it can also be used
on flat areas. It requires a water source and becomes less sensitive on sites with poor boundary
conditions. The minimum sensitivity is a 1 mm diameter leak.
A low voltage direct current source is introduced to the water sprayed above the geomembrane and
© 2013 TRI Environmental, Inc. All Rights Reserved
1
Leak Location Survey
General Guide
grounded to the subgrade underneath the geomembrane. An ammeter in series with the circuit converts
the increase in voltage to an audible signal when the equipment passes over a leak.
The water sprayed onto the survey area to perform the test must be contained in the survey area (above
the geomembrane to be tested). Conductive features such as concrete sumps and batten strips must be
isolated and cannot be tested, since they will ground out the survey (give a false positive signal). Holes
will not likely be detected on wrinkles unless conductive-backed geomembrane is used, or if the operator
makes a successful to push down the wrinkles and create intimate contact with the subgrade.
2.3
Conductive-Backed Geomembrane Spark Testing Method (ASTM D7240)
The conductive-backed geomembrane spark testing method is generally preferred for bare conductivebacked geomembranes, since no water is required to perform the test and it is typically performed by
installers. The minimum sensitivity is a 1 mm diameter leak per current ASTM.
A high voltage pulsed power supply charges a capacitor formed by the underlying conductive layer, the
non-conductive layer of the geomembrane and a coupling pad. The area is swept with a brush-like test
wand to locate points where the capacitor discharges through a leak. When the system senses the
discharge current, it is converted into a visible spark and an audible alarm.
The surface of the geomembrane must be clean and dry. Unless the conductive geomembrane has been
installed with the conductive layer sufficiently broken in the fusion weld, this method cannot be used to
test fusion-welded seams. Holes can be detected on wrinkles and other “poor contact” conditions due to
the conductive backing of the geomembrane.
2.4
Arc Testing Method (ASTM D7953)
The arc testing method is generally preferred for bare geomembranes, since no water is required to
perform the test and it can be more sensitive than the water-based methods because the leak detection
does not depend on water getting through the leak. The minimum sensitivity is a 1 mm diameter leak per
ASTM D7953, but leaks smaller than that have regularly been located.
A high voltage power supply is applied to a test wand above the geomembrane and is grounded to the
underlying conductive layer. The area is swept with a test wand and an electrical arc is formed in the
presence of a leak. When the system senses the discharge current arc, it is converted into visual and
audio alarms. The test wand can be custom sizes and shapes for specific applications.
This type of test requires that the geomembrane is in contact with the subgrade. If the separation
distance is greater than 3 cm, such as on a wrinkle or other “poor contact” conditions, the instrument is
not likely to arc. The surface of the geomembrane must be clean and dry.
3.0
References:
COVERED GEOMEMBRANE SURVEYS
ASTM D6747: Standard Guide for Selection of Techniques for Electrical Detection of
Leaks in Geomembranes
ASTM D7007: Standard Practices for Electrical Methods for Locating Leaks in
Geomembranes Covered with Water or Earth Materials
3.1
Dipole Method – Soil Covered Geomembrane (ASTM D7007)
This dipole method is used for geomembranes covered with earth, gravel, concrete, sand or any other
conductive medium. The sensitivity of the survey depends highly on site conditions and the lining system
materials. The suggested minimum sensitivity for earthen materials less than 0.6 meters thick is a 6.4
mm diameter leak, though adverse site conditions can decrease the sensitivity.
A high voltage is applied to the cover material with a positive electrode. The power source is grounded to
the subgrade underneath the geomembrane. Voltage measurements are taken in a grid pattern
© 2013 TRI Environmental, Inc. All Rights Reserved
2
Leak Location Survey
General Guide
throughout the survey area using a dipole instrument. Leak locations cause a sine wave pattern in the
voltage measurements as the dipole instrument travels across a hole location.
The survey area must be electrically isolated from the surrounding ground. Generally, a perimeter
isolation trench surrounds the survey area, with the geomembrane exposed. Any conductive objects
such as access roads, metal sump pipes, or standing water must be removed before the survey can be
performed. Holes will not likely be detected on wrinkles unless conductive-backed geomembrane is
used, or if the hole on a wrinkle is significant enough for soil to create continuous contact between the
cover soil and subgrade.
The data collected by the roving dipole instrument is recorded and downloaded into computer software for
analysis. The ASTM requires the data to be recorded but does not specify how it is analyzed. Data can
be analyzed graphically or by mapping the voltage contours. Graphical data analysis displays the data as
voltage slices of the survey area, as graphed in software such as Excel. Voltage contour mapping data
analysis shows the voltage measurements in plan view of the survey area. An example of graphical data
analysis is shown in Figure 1. An example of voltage contour mapping data analysis is shown in Figure
2.
A sensitivity test is performed before beginning the survey using either a real or an artificial leak. An
artificial leak is essentially a metal disk of a given diameter to mimic an actual leak. The metal disc is
grounded to the conductive layer underlying the geomembrane. The distance from the artificial leak
ground and the power source ground should be an adequate distance to mimic an actual leak. The
sensitivity test protocol requires that the magnitude of the sine wave signal produced by the real or
artificial leak be at least three times that of the background voltage oscillations as measured when the
leak is not there. This is known as the signal to noise ratio. A sample of sensitivity test results are shown
in Figure 3.
Once a leak is located by the survey, it must be excavated and the leak cleaned off and removed from the
electrical circuit so that the area around the leak can be checked for leaks in the surrounding area, since
large leaks can mask smaller adjacent leaks.
Figure 1: Graphical Data Analysis.
LEAK
© 2013 TRI Environmental, Inc. All Rights Reserved
3
Leak Location Survey
General Guide
Figure 2: Voltage Contour Mapping Data Analysis.
Y-Axis of
Survey
Area
30 m
X-Axis of Survey
Area
30 m
© 2013 TRI Environmental, Inc. All Rights Reserved
4
Leak Location Survey
General Guide
Table 1: Dipole Survey Methodology Comparison
Method
Pros
Graphical Data Analysis
-Does not require highprecision GPS or sophisticated
data recording software
Cons
-Data typically requires manual
manipulation
-Can be difficult to relocate leak
locations from data
-Relies on string lines for
measurement accuracy
-Faster than graphical data
analysis if GPS is used to guide
measurement grid rather than
string lines
-Measurement locations highly
accurate due to GPS-guided
grid lines
Voltage Contour Mapping Data
Analysis
-Leak locations highly accurate
due to high-precision GPS
-Requires high-precision GPS and
sophisticated data recording
software
-Provides meaningful quality
control documentation (voltage
map)
-Does not require high level of
operator skill with senior review
of data
© 2013 TRI Environmental, Inc. All Rights Reserved
5
Leak Location Survey
General Guide
Figure 3: A Sensitivity Test, also known as a Calibration Curve. The graph shows the sine wave pattern
produced by an artificial leak. In this case, the signal to noise ratio is 12.
2.5
Dipole Method – Water Covered Geomembrane (ASTM D7007)
The survey setup and methodology for water-covered geomembrane is essentially the same as the soilcovered survey method. The same data recording and analysis techniques can be used, but the ASTM
does not require data recording for water-covered geomembranes, since the leak signal can be converted
to a real-time audible alarm. The minimum sensitivity for water-covered geomembrane is a 1.4 mm
diameter leak. Although the ASTM specified minimum sensitivity of this method is lower than that
specified for the water puddle and water lance methods, this methods is typically more sensitive than the
aforementioned methods due to the hydraulic head over leak locations, which provides better hole
contact.
Rather than taking voltage measurements at discrete points throughout the survey area, the voltage is
continuously measured by an analog-based voltmeter. When the voltage increases beyond a given
threshold, with either a positive or negative magnitude, an audible tone alerts the operator. The
equipment is swept along the survey area in lines throughout the survey area
The sensitivity test consists of finding the “minimum detectable distance” that the equipment can be swept
by the artificial or actual leak with the target diameter. The minimum detectable distance is the distance
from the actual or artificial leak where the increase in signal is easily discernible from the background
noise. This minimum detectable distance dictates the spacing of the survey lines. No signal to noise
ratio calculation is required.
It should be noted that a dipole survey in a highly conductive solution such as brine or with poor boundary
conditions that cannot be changed is considerably more complicated than in fresh water with good
boundary conditions and requires more advanced geophysical survey methodology.
© 2013 TRI Environmental, Inc. All Rights Reserved
6
ATTACHMENT 1
DESIGNING FOR LEAK LOCATION
SURVEYS
DESIGNING FOR ELECTRICAL LEAK LOCATION
GENERAL GUIDE
AUGUST 2014
Designing for Electrical Leak Location
General Guide
TABLE OF CONTENTS
1.0
HANDBOOK INSTRUCTIONS ............................................................................. 1
2.0
BOUNDARY CONDITIONS .................................................................................. 1
3.0
MATERIAL SPECIFICATIONS ............................................................................. 1
3.1
Geomembranes ................................................................................................. 1
3.2
Geocomposites .................................................................................................. 1
3.3
Geotextiles ......................................................................................................... 2
3.4
Geosynthetic Clay Liners (GCL)......................................................................... 2
3.5
Cover Material.................................................................................................... 3
3.6
Subgrade Material.............................................................................................. 3
4.0
CONSTRUCTION SEQUENCING ........................................................................ 3
4.1
Dipole Method – Soil Covered Geomembrane (ASTM D7007).......................... 3
4.2
Dipole Method – Water Covered Geomembrane (ASTM D7007) ...................... 3
4.3
Water Puddle and Water Lance Methods (ASTMs D7002 and D7703) ............. 3
4.4
Arc Testing Method (ASTM D7953) ................................................................... 4
5.0
GROUNDED OBJECTS........................................................................................ 4
6.0
SPECIFYING METHODS...................................................................................... 4
6.1
Specifying Leakage Rates ................................................................................. 4
6.2
Minimum Experience Qualifications ................................................................... 5
© 2013 TRI Environmental, Inc. All Rights Reserved
-i-
Designing for Electrical Leak Location
General Guide
1.0
HANDBOOK INSTRUCTIONS
This handbook is intended for use by design engineers and earthworks and liner installer contractors. It
does not contend to be comprehensive. An experienced leak location contractor should review project
specific construction plans and specifications. ASTM D6747 should also be used as a reference for
method selection.
2.0
BOUNDARY CONDITIONS
The four critical boundary conditions in order to conduct an electrical leak location survey are:
1. Conductive material over geomembrane (unless the geomembrane is bare)
2. Conductive material below geomembrane
3. Good contact of material above and below geomembrane through leak
4. Material above and below geomembrane are only in contact through leak locations
The following sections describe how these four conditions must be addressed during the design and
construction of a facility where a leak location survey is specified.
3.0
MATERIAL SPECIFICATIONS
3.1 Geomembranes
Geomembranes must be electrically insulative. Polyethylene, polyvinyl chloride, polypropylene,
chlorosulfonated polyethylene and bituminous geomembranes are sufficiently electrically insulative.
EPDM is not. Excessive leakage in terms of number or size of holes in the geomembrane will
compromise the sensitivity of a leak location survey. Any locations of poor hole contact (wrinkles,
subgrade depressions) will decrease the sensitivity of a survey and possibly result in undetected leaks.
Material and placement methods should minimize the production of wrinkles and areas of trampolining.
If survey sensitivity is a high concern, conductive-backed geomembrane should be specified. When a
material is referred to as “conductive-backed geomembrane”, it refers to an insulative geomembrane, with
a conductive layer beneath the insulative layer, manufactured specifically to assist leak location surveys.
The conductive backing allows leak detection on poor hole contact scenarios and also increases overall
leak detection sensitivity. Conductive-backed geomembrane installation requires a specialty welder and
special installation protocol. GSE’s Leak Location Liner fulfills these requirements.
In a double-lined impoundment, a conductive layer must be present under the primary geomembrane. In
the absence of a conductive layer (i.e. geocomposite only), conductive-backed geomembrane or other
sufficiently conductive products such as conductive geotextile should be specified.
3.2 Geocomposites
Geocomposites alone are not conductive, but the application of water to the geocomposite will enable a
leak location survey. Water can be added to the geocomposite during construction, or after construction
via rainfall or surface watering, as long as enough water is added to travel down to the geocomposite.
With hole contact being an important parameter in survey sensitivity, it can be expected that a
geocomposite may decrease method sensitivity.
A conductive geotextile can be specified as the geotextile portion of the geocomposite directly in contact
with the geomembrane to be tested in order to enable leak detection.
If a non-conductive geomembrane is used as the primary geomembrane in a double-lined impoundment
and a geocomposite is present in the leak detection layer, the leak detection layer must be flooded with
© 2013 TRI Environmental, Inc. All Rights Reserved
1
Designing for Electrical Leak Location
General Guide
water to perform the survey. The primary geomembrane must also be flooded and the water-covered
dipole method should be used.
3.3 Geotextiles
Geotextiles alone are not conductive, but the application of water to the geotextile will enable a leak
location survey. Water can be added to the geotextile during construction, or after construction via rainfall
or surface watering, as long as enough water is added to travel down to the geotextile. If a geotextile is
adjacent to moist soil material and covered, the moisture tends to wick through the geotextile, thus
enabling a survey. Geotextiles can be left intact in perimeter isolation trenches as long as they are dry.
In the case of rainfall, it is typically necessary to wait for dry weather for the geotextile to dry out before
performing a survey.
A conductive geotextile can be specified to be placed underneath the primary geomembrane in a doublelined impoundment in order to enable leak detection of the primary geomembrane. The conductive
geotextile/geomembrane interface may still have contact problems unless the leak location is wet or dirty.
3.4 Geosynthetic Clay Liners (GCL)
The high quality clay component of a GCL is highly conductive, however due to the discrete clay granules
surrounded by geotextiles, the moisture content of a GCL must be fairly high in order to perform a leak
location survey. The minimum moisture content of a GCL required to perform a leak location survey can
be estimated at 8%, though this value will vary for different GCL products. A single composite liner with
GCL does not require any special preparation; moisture will easily wick into the GCL from the subgrade,
since the GCL is extremely hydrophilic. Encapsulated GCL, however, will tend to stay at the moisture
content that it was placed at. In arid climates where GCL panels are left uncovered for some time before
being covered with the primary liner, the product can desiccate within one working shift. In arid climates,
it is advisable to either rehydrate the GCL before covering with the primary liner, or specify a conductive
geomembrane as the primary geomembrane. Encapsulated GCLs can also have problems with electrical
conductivity over the panel overlaps, especially in arid climates. It is advisable to place a bare copper
wire in a network under the GCL. The concept of the layout is to run the network of wires so that each
and every panel is connected to at least one wire. The wire is then made accessible to the leak location
surveyor by running it out through the anchor trench. At least two discrete wires should be placed, in
order for the leak location surveyor to check the conductivity through the bulk of at least one GCL panel.
Figure 1: Hypothetical copper wire layout for encapsulated GCL. Copper wire is shown as a red line.
Copper wire must be accessible to leak location surveyor.
© 2013 TRI Environmental, Inc. All Rights Reserved
2
Designing for Electrical Leak Location
General Guide
3.5 Cover Material
The material covering the geomembrane should always be moisture conditioned, unless the project is
located in a wet climate and the material is already sufficiently moist. Highly porous material such as
gravel does not require moisture conditioning, since the material will require watering during the leak
survey regardless. This is only true for large gravel particles (greater than approximately 5 cm). All other
materials should have moisture within the mass of the cover layer. Surficial watering directly in front of
the leak location survey may be required regardless.
3.6 Subgrade Material
Subgrade conductivity will not be a problem with a compacted clay liner. However, if there is no design
requirement for a compacted clay liner and onsite soils are used, there is a small chance that the material
will be either too dry or contain a mineral content that is not sufficiently conductive. In that case, the
subgrade material must be watered before placement of the geomembrane. Subgrade conductivity
testing should be performed in the case of questionable site soils, or a conductive-backed geomembrane
should be specified as the geomembrane type.
Geomembrane rub sheets should not be allowed to remain under the geomembrane to be tested.
4.0
CONSTRUCTION SEQUENCING
4.1 Dipole Method – Soil Covered Geomembrane (ASTM D7007)
An isolation trench must be specified as part of construction sequencing around the perimeter of the
survey area. In climates with spells of extreme rain events, a rain flap should also be considered. Rain
flaps are welded in the isolation trenches and propped up by soil so that in the case of extreme rain
where the trench will fill up with water, electrical isolation will still be provided by the rain flap. The rain
flap must be welded to the base geomembrane.
Access roads can typically remain in place, as long as there is a strip of geomembrane or rain flap
bisecting the access road, creating electrical isolation.
.
4.2 Dipole Method – Water Covered Geomembrane (ASTM D7007)
Consideration for the installation of any grounded objects should be given with respect to the construction
sequencing. The survey should be performed before any necessary grounded objects are installed.
If a double-lined impoundment lacks a conductive-backed geomembrane for the primary geomembrane
or lacks a conductive geotextile underneath the primary geomembrane, the leak detection layer must be
flooded in order to survey the primary geomembrane. There must be ballast over the primary
geomembrane, or the impoundment must be filled with water at the same rate that the leak detection
layer is filled (or before).
.
4.3 Water Puddle and Water Lance Methods (ASTMs D7002 and D7703)
The geomembrane must be completely installed in the area to be tested. Consideration for the direction
of flow should be given for bare geomembrane survey methods using water as a conductive medium. If
water is allowed to flow freely out of the survey area, an electrical short will be created. Interim rain flaps
can be used where necessary to contain the water within the survey area.
© 2013 TRI Environmental, Inc. All Rights Reserved
3
Designing for Electrical Leak Location
General Guide
4.4 Arc Testing Method (ASTM D7953)
The geomembrane must be completely installed in the area to be tested.
5.0
GROUNDED OBJECTS
Objects that will provide a source of electrical grounding should be carefully designed, or the construction
sequence modified to enable a leak location survey. For example, a metal pipe penetrating the liner
system should have a plastic boot so that water sprayed on the geomembrane or soil covering it will not
touch the metal pipe. For pond applications, concrete inlet or outlet structures, including metal batten
strips, will ground out the survey. In some cases the design cannot be modified, but a rain flap can be
welded as an interim measure to intercept water flowing to a grounded object.
6.0
SPECIFYING METHODS
The appropriate survey method will depend on the condition of the geomembrane during the survey in
terms of whether it is bare or covered, whether it is the primary geomembrane or the secondary
geomembrane, and whether the geomembrane has a conductive backing or not. The “Electrical Leak
Location Survey General Guide” covers the various methods and their general applications.
The primary geomembrane of a double-lined impoundment can be surveyed using the dipole with soil as
cover if there is ballast material over the primary geomembrane. In that case, the primary geomembrane
must be conductive or have a conductive geotextile underneath it, or the leak detection layer must be
flooded up to the level of the top of the ballast layer. In order to survey the side slopes, or if there is no
ballast material over the geomembrane, the impoundment must be completely filled with water and a
dipole with water as cover method must be performed. Alternatively, conductive-backed geomembrane
can be specified as the primary geomembrane and subsequently any method can be performed on it (if
the conductive-backed geomembrane is installed properly).
A survey can be conducted either before or after cover material placement, or both. The minimum
sensitivities of each method, as described in the “Electrical Leak Location Survey General Guide” should
be considered. For geomembranes that are to be covered by earthen materials, a survey should be
performed both directly after liner installation and after cover material placement. This will result in the
maximum leak detection sensitivity. If small holes are not a concern and only one method can be
specified due to cost constraints, then a dipole survey should be performed after placement of the cover
materials, since this method will locate the major leaks caused by placement of the cover material. The
only exception to this is if the geomembrane is covered by gravel and the gravel layer can be flooded
during the survey, resulting in increased dipole method sensitivity.
If a dipole survey is specified, the method of data analysis can be specified. The advantages and
disadvantages of each method of data analysis is described in the “Electrical Leak Location Survey
General Guide”.
.
6.1 Specifying Leakage Rates
It is impossible to construct a “leak free” lining system, since even in the absence of breaches through the
geomembrane, vapor diffusion occurs through a geomembrane and condensation also occurs between
geomembranes. Setting an allowable leakage rate should be informed by the existing available
technologies and the maximum leakage that would cause impairment to groundwater. Setting an
allowable leakage rate too low to achieve with existing technologies is simply a recipe for failure.
Several studies have shown that the Giroud equation is probably not applicable to typical geomembrane
© 2013 TRI Environmental, Inc. All Rights Reserved
4
Designing for Electrical Leak Location
General Guide
construction outside of Germany. Rather, the Rowe equation should be used, assuming that the contact
between the geomembrane and the underlying subgrade will likely contain wrinkling. The assumed
undetected leak frequency can be used to inform the number of leaks contributing to leakage.
In order to stay under a leakage rate of 20 gallons per acre per day, it is recommended to perform both a
bare geomembrane survey method and the dipole method after placement of any cover material. In order
to stay under a leakage rate of 5 gallons per acre per day, it is recommended to specify either white or
conductive-backed geomembrane and perform both a bare geomembrane survey method and the dipole
method after placement of any cover material.
With currently available technologies, the lowest level of potential leakage can be achieved by specifying
specialty conductive-backed geomembrane installed per GSE’s Leak Location Liner installation
procedures, performing a bare geomembrane survey directly after geomembrane installation, and then
performing the dipole method after the installation of cover material, if applicable. It is technically possible
to install a geomembrane without breaches with this prescription since, if installed and surveyed correctly,
it eliminates the known sources of limitations in the leak location survey technologies. However, room
should always be granted for human error to avoid a specification that cannot be met.
6.2 Quality Control of Surveys
Effective oversight of electrical leak location surveys is probably more effective than prescribing minimum
experience qualifications. The main intent of the survey oversight should be the conformance to the
applicable ASTM Standard Practice. The sensitivity testing procedures of the applicable Standard
Practice should be reviewed and understood by the entity providing oversight. The survey should be
performed with the same parameters as were employed during the sensitivity test. In addition, the
oversight entity should verify that the method was comprehensively applied to the entire survey area.
If the entity in charge of survey oversight suspects that the sensitivity test performed by the survey
contractor does not represent site conditions, then the option to create a “blind actual leak” should be
considered. If a blind leak is installed, it should be in accordance with the Standard Guide for Placement
of Blind Actual Leaks during Electrical Leak Location Surveys of Geomembranes (ASTM D7909). Per the
ASTM Standard Guide, a blind actual leak is “a circular hole in the geomembrane intentionally placed by
the owner or owner’s representative to ensure that the site conditions are suitable for an electrical leak
location survey and that a valid electrical leak location survey is performed.” It should be noted that the
intentional placement of a leak in an installed geomembrane is not a good geomembrane quality control
practice and that additional cost may be incurred by the project for such a practice.
6.3 Minimum Experience Qualifications
The various methods vary significantly in how much skill is required to perform them. It is therefore
reasonable to set the minimum experience qualifications according to which method is used.
Spark testing has been historically performed by liner installers. Very little training is required and no
minimum experience in terms of square footage of the method completed is usually required. Once an
operator learns to use the spark tester, very little can go wrong in terms of site conditions and instrument
set up.
The arc tester evolved from spark testing technology, but is even easier to use. In less than one hour, an
operator can be competent at performing the arc testing method.
The water-based bare liner testing is a little more complicated in terms of setting up the survey, adjusting
the equipment sensitivity and controlling the site conditions so that they do not adversely impact the
sensitivity of the survey. It is therefore advisable to set some minimum number of projects and square
footage where this method has been performed. A reasonable minimum for the water puddle and water
lance methods would be 1-2 projects and a minimum area of 10 hectares.
The dipole method is more closely related to advanced geophysical methods, which require a thorough
understanding of the method, the equipment, and the site conditions. Many site conditions can adversely
impact the sensitivity of a survey. It is therefore advisable that the highest level of minimum experience
© 2013 TRI Environmental, Inc. All Rights Reserved
5
Designing for Electrical Leak Location
General Guide
qualifications be applied to a dipole survey. A reasonable minimum for the dipole method would be 4-5
projects and a minimum area of 50 hectares. The minimum qualifications should apply to the lead
operator onsite directing the survey.
ELL Operator certification is available, which can be substituted for the required minimum experience
level. The operator certification program requires than an individual performing ELL methods be
evaluated for competency and method adherence by a third party.
© 2013 TRI Environmental, Inc. All Rights Reserved
6
ATTACHMENT 2
ELECTRICAL LEAK LOCATION SURVEY
OPERATOR CERTIFICATION
ELECTRICAL LEAK LOCATION SURVEY
OPERATOR CERTIFICATION
AUGUST 2014
Electrical Leak Location Survey
Operator Certification
TABLE OF CONTENTS
1.0
OPERATOR CERTIFICATION BACKGROUND .................................................. 1
2.0
THREE-TIERED STRUCTURE ............................................................................. 1
2.1
Level 1 Certification............................................................................................ 1
2.2
Level 2 Certification............................................................................................ 1
2.3
Level 3 Certification............................................................................................ 1
3.0
LEVEL 1 CRITERIA .............................................................................................. 1
4.0
LEVEL 2 CRITERIA .............................................................................................. 2
4.1
Written Exam...................................................................................................... 2
4.2
Field Exam ......................................................................................................... 2
5.0
LEVEL 3 CRITERIA .............................................................................................. 3
© 2013 TRI Environmental, Inc. All Rights Reserved
-i-
Electrical Leak Location Survey
Operator Certification
1.0
OPERATOR CERTIFICATION BACKGROUND
The operator certification program intent is to uphold industry standards and provide a way of ensuring
that operators are performing the electrical leak location survey (ELL) methods correctly and per ASTM
standard methodology. As the world-wide demand for ELL grows, the certification program provides a
tool for emerging ELL consultants to gain proficiency and credentials. It also provides a tool for site
owners and project engineers and managers to evaluate the capabilities of ELL providers and establish
minimum criteria for the demonstration of competency in the applied ELL methods.
An ELL Steering Committee was assembled to advise the contents of the operator certification. The ELL
Steering Committee consists of professionals who have worked closely with ELL methods in different
roles, especially in method application. Members of the ELL Steering Committee who specialize in the
application of the ELL methods are qualified to oversee the field portion of the Level 2 certification exam.
2.0
THREE-TIERED STRUCTURE
The operator certification program is broken down into three tiers of certification. The intent of the three
tiers is to distinguish between the levels of education and practice required in order to illustrate different
levels of competency. The certification encompasses both bare and covered ELL methods.
2.1
Level 1 Certification
The first tier of certification illustrates that an individual:
1. Is qualified to specify ELL for projects
2. Understands how boundary conditions affect ELL
3. Understands how the ELL methods are applied
4. Is qualified to review ELL for conformance to ASTM standards
2.2
Level 2 Certification
The second tier of certification illustrates that an individual:
1. Has passed a written exam on the application of ELL methods
2. Has passed a field exam on the application of ELL methods
3. Can competently perform ELL methods per current ASTM standards
2.3
Level 3 Certification
The third tier of certification illustrates that an individual:
1. Has satisfied the Level 1 and 2 certification criteria
2. Has a proven track record of ELL method performance
3. Maintains certification through a minimum level of annual field experience
3.0
LEVEL 1 CRITERIA
The first tier is an educational component. An individual shall receive at least six (6) hours of classroom
education (or equivalent) in the following subject areas:
1. ELL terminology, history, background
2. Electrical Basics
© 2013 TRI Environmental, Inc. All Rights Reserved
1
Electrical Leak Location Survey
Operator Certification
3. Bare and covered ELL methodology
4. Criteria for specifying ELL
5. Current ASTM methods for ELL
6. Boundary conditions affecting ELL performance
7. Site safety
An individual shall receive at least four (4) hours of field training in the following subject areas:
1. Operating equipment for bare and covered ELL methods
2. Performing a sensitivity test for bare and covered ELL methods
3. Locating leaks in bare and covered geomembranes
4. Setting up a ELL circuit for bare and covered ELL methods
4.0
LEVEL 2 CRITERIA
The second tier is a demonstration that the Level 1 education and field training can be applied by an
individual. The Field Exam can be conducted to a production survey by an individual.
4.1
Written Exam
The written exam, which is administered through a third-party, shall test an individual’s ability to:
1. Interpret plans and specifications for ELL
2. Understand electrical measurements
3. Perform methods per ASTM standards
4. Troubleshoot field difficulties
5. Effectively collect and interpret data
6. Identify poor boundary conditions
7. Understand method limitations
4.2
Field Exam
The field exam shall be proctored by a qualified member of the ELL Steering Committee. The proctor
shall observe an individual in the field as the individual performs an ELL method and without interfering
shall document:
1. Which method is being performed
2. Where electrodes are placed
3. Where artificial leak is placed and grounded, if applicable
4. What voltage is used for the method
5. Survey set up procedures
6. Equipment set up and calibration procedures
7. Sensitivity test procedures
8. Procedures for locating leaks
9. Procedures for recording and analyzing data, if applicable
10. Any ASTM procedures lacking during field observation
© 2013 TRI Environmental, Inc. All Rights Reserved
2
Electrical Leak Location Survey
Operator Certification
The field exam is method-specific. The documentation of the field exam shall be provided to the ELL
Steering Committee. The ELL Steering Committee shall deliberate on whether the individual has
demonstrated the ability to locate actual leaks in the field using the applied methodology. If an individual
demonstrates the ability to locate actual leaks, but some aspect of the ASTM procedure is lacking, the
ELL Steering Committee shall evaluate whether that lacking procedure was crucial for locating leaks and
performing a thorough survey. The actual location of leaks shall weigh more heavily on the Committee’s
pass/fail decision than the following of the ASTM standard.
The results of the field exam, including critiques and comments from the ELL Steering Committee, shall
be submitted to the examinee(s) along with a Level 2 certificate if applicable.
The ELL Steering Committee shall maintain a list of all individuals who have passed the written and field
examinations and keep on file a copy of the actual examination documentation.
5.0
LEVEL 3 CRITERIA
The third tier is a demonstration that the individual can competently perform the ELL method(s) and has a
proven track record of doing so. Although not necessary to show that an operator can successfully
perform the methods, an owner or design engineer might opt for this level of experience to reduce project
liability. The minimum level of experience is method-specific. The experience for a given method would
be called out for a specific project employing that method.
For Level 3 certification, the individual must maintain a minimum level of ELL method performance on an
average annual basis as follows:
1. Bare geomembrane arc testing method: 1 project and 0.4 hectares (1 acre)
2. Bare geomembrane spark testing method: 1 project and 0.4 hectares (1 acre)
3. Bare geomembrane water puddle method: 1 project and 2 hectares (5 acres)
4. Bare geomembrane water lance method: 1 project and 2 hectares (5 acres)
5. Water-covered geomembrane dipole method: 2 projects and 4 hectares (10 acres)
6. Soil-covered geomembrane dipole method: 2 projects and 20 hectares (50 acres)
An excess of survey experience one year can carry into the next year, but no longer than three years past
the date of the qualifying experience.
In order to receive level 3 certification, an individual must submit documentation of the aforementioned
experience requirements to the ELL Steering Committee. The documentation required shall consist of:
1. The name of the project
2. The method applied
3. Sensitivity test set up and results
4. Number and size of located leaks
The ELL Steering Committee shall maintain an actively updated list of all individuals who maintain current
level 3 certification, and which method the certification applies to.
© 2013 TRI Environmental, Inc. All Rights Reserved
3